1 Russell, J. S, "Testing and inspection levels for hot-mix asphaltic concrete overlays"
2 AASHTO, "Standard recommended practices for acceptance sampling plans for highway construction"
3 Burati, J. L, "Quality assurance: Risks with multiple pay factor acceptance plans" 1907 : 36-42, 2005
4 AASHTO, "Quality assurance guide specifications"
5 Vidalis, S. M, "Probabilistic procedures for analyzing construction pay adjustment systems" 1946 : 55-62, 2006
6 Burati, J. L, "Optimal procedures for quality assurance specifications" Federal Highway Administration 2003
7 AASHTO, "Implementation manual for quality assurance"
8 Sholar, G. A, "Development of the florida department of Transportation’s percent within limit hot-mix asphalt specification" 1907 : 43-51, 2005
9 Y. Richard Kim, "Application of Viscoelastic Continuum Damage Model Based Finite Element Analysis to Predict the Fatigue Performance of Asphalt Pavements" 대한토목학회 12 (12): 109-120, 2008
1 Russell, J. S, "Testing and inspection levels for hot-mix asphaltic concrete overlays"
2 AASHTO, "Standard recommended practices for acceptance sampling plans for highway construction"
3 Burati, J. L, "Quality assurance: Risks with multiple pay factor acceptance plans" 1907 : 36-42, 2005
4 AASHTO, "Quality assurance guide specifications"
5 Vidalis, S. M, "Probabilistic procedures for analyzing construction pay adjustment systems" 1946 : 55-62, 2006
6 Burati, J. L, "Optimal procedures for quality assurance specifications" Federal Highway Administration 2003
7 AASHTO, "Implementation manual for quality assurance"
8 Sholar, G. A, "Development of the florida department of Transportation’s percent within limit hot-mix asphalt specification" 1907 : 43-51, 2005
9 Y. Richard Kim, "Application of Viscoelastic Continuum Damage Model Based Finite Element Analysis to Predict the Fatigue Performance of Asphalt Pavements" 대한토목학회 12 (12): 109-120, 2008